HomeMy WebLinkAboutPermit D08-019 - RIVERVIEW PLAZA - VACANT SUITE 320 - INTERIOR DEMOLITION, DOOR AND RELITEVACANT SUITE 320
16040 CHRISTENSEN RD
D08 -019
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Tenant:
Name: VACANT SUITE 320
Address: 16040 CHRISTENSEN RD , TUKWILA WA
doc: IBC -10/06
City lbf Tukwila
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Phone:
DESCRIPTION OF WORK:
MINOR INTERIOR DEMOLITION, NEW DOOR, NEW RELITE
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 701 DEXTER AVE N SUITE 420 , SEATTLE WA 98109
Phone: (206)621 -9111
Contractor License No: GATEWCS992C3
DEVELOPMENT PERMIT
Contact Person:
Name: APRIL FILIPPI
Address: 22002 64 AVE W SUITE 2C , MOUNTLAKE TERRACE WA 98043
Phone: 425 - 670 -6706
Value of Construction: $10,675.00 Fees Collected: $417.83
Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006
Type of Construction: V -B Occupancy per IBC: 0008
* *continued on next page **
Permit Number: D08 -019
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Expiration Date: 03/04/2008
D08 -019 Printed: 02 -06 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
Permit Center Authorized Signature:
Print Name: 1/ 1/1-9-7'l
doc: IBC -10/06
City diP Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
N
kotivc,Inod9
Start Time:
Volumes: Cut 0 c.y.
Permit Number: D08 - 019
Issue Date: 02/06/2008
Permit Expires On: 08/04/2008
Number: 0 Size (Inches): 0
Date: (/
End Time:
Fill 0 c.y.
Start Time: End Time:
Public:
Non - Profit: N
Public:
I hereby certify that I have read and e this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied tt4� whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the rformance of rk. am authorized to sign and obtain this development permit.
Signature: �RS ` ' �/�l�- of
Date: h
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
D08 -019 Printed: 02 -06 -2008
Parcel No.: 2523049039
Address:
Suite No:
Tenant:
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
16040 CHRISTENSEN RD TUKW
VACANT SUITE 320
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
•
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -019
ISSUED
01/10/2008
02/06/2008
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
13: ** *FIRE DEPARTMENT CONDITIONS * **
14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
doc: Cond -10/06
D08 -019 Printed: 02 -06 -2008
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
15: Maintain coverage and operability of portable fire extinguishers, sprinlder systems and fire alarm systems during
demolition and construction.
16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
19: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
22: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
27: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall
provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC
110.26(A) thru F(2))
28: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22)
29: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL
ROOM" or similar approved wording. (IFC 605.3.1)
doc: Cond -10/06
008 -019 Printed: 02 -06 -2008
•
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
30: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to
location on property, fire resistive requirements based on type of construction, draft stop partitions and roof
coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored
or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1)
31: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection
rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table
716.3.1)
32: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite,
room or apartment number in a conspicuous place near the main entry door. (IFC 505.1)
33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
34: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your
name, telephone number, permit number, project name and address and type of inspection requested.
35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
36: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
* *continued on next page **
D08 -019 Printed: 02 -06 -2008
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
,,(e-LiA. /201/(
Print Name: v LAS- 0 -1 / / (Nc)
doc: Cond -10/06 D08 -019
Date: 2/6 /0 2
ordinances governing
or local laws regulating
Printed: 02 -06 -2008
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: www. ci. Tukwila. vi'a. us
Name: / pr11 FI 11001
Mailing Address: 2-
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
n King Co Assessor's Tax No.: Z67.304- k 252308-
Site Address: 1 60 G`/1 Y I�IS".n T1 D Suite Number: 32.0 Floor: 3
Tenant Name.. `l! a( t-- -5() - ti _ New Tenant: ❑ Yes 0..No
Property Owners Name: c / 6 Uir) IGQ Pro - t - )e 'i yi G.
Mailing Address: l(n3CO CkY isiorz-p...41 RD .tarTUkwii&
City
CONTACT PERSON - who do we contact when your permit is ready to be issued
fI
I A
E -Mail Address: APrI I - PF-" en in vial I tCI'I/1 . Cf11M
t
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
City State Zip
Day Telephone:
Fax Number:
Expiration Date:
Contact Person:
E -Mail Address:
Contractor Registration Number:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
COM V,e.11 17 ' i
h 6voup 5 -kt -2C
Company Name:
Mailing Address: 22002 Co It
Contact Person: r I I -P i I i pp)
E -Mail Address: pri IcaC`OV1 rutito 5614 • CG'w
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
OA-
Q Applications On Line - Remit Application.doc
Revised 9.2006
bh
Building Permit No. �, ') 6- 0 { q
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
WA
State
Zip
Day Telephone: 612 5) CO7C) - 6,40(0
ce a 01-1
City State Zip
Fax Number: 4Z5 ` 77'/ - Fsti �l
w ticr om lie T rZ{(e w A Rg0U[3
Zip
City State
Day Telephone: 1 -125 Z5 ` 76 -6 711 Co
Fax Number: 1 4 2-5 - 77 - 52-/
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Page 1 of 6
• •
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ 10, l'7 Existing Building Valuation: $ I 1 -7 7 0 1 -2 f -5°
Scope of Work (please provide detailed information): VVi t Vk(�Y 114- r 10I'' Q 1.lM d I �h � [.l
t&or 1 YIDIA J -�e lid -L .
Will there be new rack storage? ❑ Yes
. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: r. Y; `') Compact: xiyE • Handicap: exl
Will there be a change in use? ❑ Yes ❑ No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
t gi Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1,2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\ Applications \Forms - Applications On LrneU -2006 - Pemut Applicanon. doc
Revised 9-2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
[BC
Type of
Occupancy per
IBC
l' Floor
2 " Floor
3' Floor
-.--------\
I l ^
: J � ✓
��
•---.......______
v _
3
Floors thru
Basement
Accessory Structure*
•
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
• •
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ 10, l'7 Existing Building Valuation: $ I 1 -7 7 0 1 -2 f -5°
Scope of Work (please provide detailed information): VVi t Vk(�Y 114- r 10I'' Q 1.lM d I �h � [.l
t&or 1 YIDIA J -�e lid -L .
Will there be new rack storage? ❑ Yes
. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: r. Y; `') Compact: xiyE • Handicap: exl
Will there be a change in use? ❑ Yes ❑ No If - yes", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
t gi Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1,2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\ Applications \Forms - Applications On LrneU -2006 - Pemut Applicanon. doc
Revised 9-2006
bh
Page 2 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING O R OR A
Signature:
Print Name: April Fi t r! p p1
Mailing Address: 22GYZ 6 1 -1 - 01- Ave- (,tJ -34e. ZC
Date Application Expires:
0
j o -O9
Date Application Accepted:
GENT:
Q:\Applications\Forns- Applications On Line 3 -2006 - Permit Application.doc
Rev,sed 9-2006
bh
Date:
Day Telephone:
McUnHa (fie.1rraeie , WA gW-13
City State Zip
Staff Initials:
Page 6 of 6
Doc: RECSETS -06
RECEIPT NO: R08 -00332
Initials: WER
User ID: 1655
Payee: UNICO PROPERTIES LLC
City of Tukwila
SET TRANSACTIONS:
Set Member Amount
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
Web site: http://Www.ci.tukwila.wa.us
SET ID: 0206 SET NAME: CONNELL DESIGN
D08 -017 111.00
D08 -018 237.00
D08 -019 255.00
TOTAL: 603.00
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
SET RECEIPT
Payment Date: 02/06/2008
Total Payment: 603.00
Amount
Payment Check 6480 603.00
TOTAL: 603.00
Account Code Current Pmts
000/322.100 589.50
000/386.904 13.50
TOTAL: 603.00
8155 02/06 9710 TOTAL 603.00
Receipt No.: R08 -00089
Initials: WER
User ID: 1655
Payee: CONNELL DESIGN GROUP
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 2523049039 Permit Number: D08 -019
Address: 16040 CHRISTENSEN RD TUKW Status: PENDING
Suite No: Applied Date: 01/10/2008
Applicant: VACANT SUITE 320 Issue Date:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 15340 162.83
Account Code Current Pmts
000/345.830 162.83
Total: $162.83
Payment Amount: $162.83
Payment Date: 01/10/2008 10:39 AM
Balance: $255.00
7087 01/10 9710 TOTAL 162.83
doc: Receipt -06 Printed: 01 -10 -2008
Project:
T of'Inspection: - /4--////7/
Called: f /VI •
I
/ 66 //7/- 5/�/�/5�/t/
Special Instructions:
Date W ted:
C
Req ester: :
Phone NCj6 — ' 2g
?521 -►
2
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION V-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
teX
Inspec. or:
$58.00 REINSPECTION FEE ' EQUIRED. Prior o inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
Date:
Date: 08 ,
.e
Project: R ,✓c4vi4✓ n 4
Type of Inspection:
Fi24- reur.i.
Address: /66 ( he . •st rn /
Suite #: 32>
Contact Person:
Get,' S -
Special Instructions:
Phone No.:
2aG ZP . 3 ?24-
Needs Shift Inspection:
Sprinklers:
Hood & Duct:
Fire Alarm: _ -
Monitor:_,,
Pre -Fire:
Permits: - ..
Occupancy Type:
a
444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407
••J•• •rSf. • _ •A..iFw /iy*- ....+. w1,f.4,G71F#1,ron'k'SO4Yr ,-",.
INSPECTION NUMBER
Approved per applicable codes.
COMMENTS:
Inspector: .5 5
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
he City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Insp5tio6 Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
/ 4 c ,441
I Date: 5 --/z ,$)/ o e
1/13/06
Dog - 0J
PERMIT NUMBERS
Corrections required prior to approval.
H rs.:
T.F.D. Form F.P. 113
COMMENTS:
Sprinklers:
Type of Ins ion
5* AN 'LA tv
Address: I (, C.,r ;i
Suite #:
ce ea
Con act Person:
L ot' c...
Special Inst
Occupancy Type:
Phone No.:
0
v
s - ik - IAR b w ∎,,,
t - 2._.." a-E 59k Ovetds o
c-.11
ckc vs,, e
C s
•
Project: 2• e r VI Q.o Z i
Sprinklers:
Type of Ins ion
5* AN 'LA tv
Address: I (, C.,r ;i
Suite #:
ce ea
Con act Person:
L ot' c...
Special Inst
Occupancy Type:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
2
INSPECTION NUMBER
Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
Word /Inspection Record Form.Doc 1/13/06
o - l
PERMIT NUMBERS
I
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Corrections required prior to approval.
Inspector:
Date:. z 510?)
Hrs.:
n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
Project: R ; 44dn.v. cq.; P1424
Type of Inspection:
Address: /Col/0 G X-se- •
Suite #: 3w0
Contact Person:
Special Instructions:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
0
INSPECTION NUMBER
CITY OF TUKWILA FIRE DEPARTMENT
Approved per applicable codes.
thi of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
1/13/06
PERMIT NUMBERS
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
`Corrections required prior to approval.
COMMENTS:
19 4. Oki' 5,4cdr- c 04,04 leeet, 4.4014 4
Inspector: 5tAi $i$
Date: f z trio be
Hrs.:
I
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
T.F.D. Form F.P. 113
ACTIVITY NUMBER: D08 -019 DATE: 01 -10 -08
PROJECT NAME: VACANT SUITE #320
SITE ADDRESS: 16040 CHRISTENSEN RD
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
W ' I_
g tee Livision
Public Work
ktk
Comments:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28-02
•
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
512 (14/ 6 -
r•-
Fire Prevention Planing Division !/
Fi
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 17.1 Incomplete ❑
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Permit Coordinator
DUE DATE: 01 -1508
Not Applicable
n
DATE:
TUES/THURS RO TING:
Please Route Structural Review Required n No further Review Required
l
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 02 -12 -08
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
GATEWCS992C3
Licensee Name
GATEWAY CONSTRUCTION SRVCS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
602086011
Ind. Ins. Account Id
754100
Business Type
CORPORATION
Address 1
701 DEXTER AVE N SUITE 420
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98109
Phone
2066219111
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/26/2001
Expiration Date
3/4/2008
Suspend Date
Separation Date
Parent Company
Previous License
NIELSC *02708
Next License
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
PRESIDENT
02/26/2001
Bond
Amount
NIELSEN, CRISTIAN
VICE PRESIDENT
02/26/2001
SRS1008614
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#2
RL1
INSURANCE
CO
SRS1008614
02/26/2002
Until
Cancelled
$12,000.00
03/04/2002
Look Up a Contractor, Electir or Plumber License Detail
Washington State Department of Labor and Industries
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform
construction work within the scope of its specialty. A General or Specialty
construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Page 1 of 2
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GATEWCS992C3 02/06/2008
GENERAL NOTES A
ABBREVIATIONS P
PROJECT DATA D
DRAWING INDEX
ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE A
ACCOUS- ACOUSTIC /ACOUSTICAL LAM. LAMINATED /LAMINATE P
PROJECT ADDRESS: 16040 CHRISTENSEN RD T
TI.O COVER SHEET
BUILDING 1 - FLOOR THREE KEY PLAN
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REGISTRATION
4676
N
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.195
PRINCIPAL
CK
DRAWN BY:
VSS
CHECKED BY:
CK
PROJECT CONSULTANTS
Ceirit
`
SHEET TITLE
COVER SHEET
SHEET NO.
CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 - 774 -8219
SPEC SUITE 320
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 320
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
ISSUED /REVISIONS
ISSUED FOR PERMIT
RECEW'VEr
JAN 10 2008
PERMIT CENTEh
T1.0
EXITING PLAN -THIRD FLOOR
SCALE: 3/32 u = I 1 -0n
CONTRACT THIS SUITE
t08 019
CO NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 -774 -8219
REGISTRATION
SHEET NO.
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
07.195
PRINCIPAL:
CK
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
SPEC SUITE 320
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 320
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
PROJECT CONSULTANTS
SHEET TITLE
EXITING PLAN
ISSUED FOR PERMIT
RECEIVEr
JAN 10 2008
PERMIT CENTEh
T1.1
DOOR SCHEDULE
DOOR*
RATED
WIDTH
HEIGHT
TYPE
FRAME
MAT.
FRAME
FINISH
HARDWARE
REMARKS
502 I
-
3
B/5
A
E
I E
I E
REUSE EXISTING DOOR
DOOR TYPES
HARDWARE TYPES - VERIFY WITH OWNER
5/5 SOLID
DOOR
CARE
1== EXISTIN6
NOTES:
I. ALL DOOR AND DOORWAYS SHALL CPMLY WITH ICC /ANSI A117.I -2005 CODES,
SECTION 404
2. MANUF. = BUILDING STANDARD
S. CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS AND HARDWARE WHERE
POSSIBLE.
4. ALL DOORS TO BE EQUIPPED WITH LEVER-TYPE LATCHING HARDWARE OR OTHER
APPROVED HANDICAP ACCESSIBLE CONFIGURATION PER ICC /ANSI 40426
5. ALL. DOORS TO BE OFS4ABL.E FROM TIE INSIDE WITHOUT A KEY OR ANY SPECIAL
KNOYLEPGE OR EFFORT.
6. EXISTING DOORS TO RE1'01AIN.
I
BREAY.RM
l
]71
DW
0
SERVER
I i i
DEMOLITION /PARTITION PLAN
DEMOLITION NOTES
WF�RE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FINISHES TO EE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEV FINISHES AS REQUIRED.
WHERE NEW PARTITION MEETS EXISTING FURRED COLhM OR CORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPACKLE,' AND
BE PROPERLY AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE RL510VED
INCLUDING CONDUIT AND WIRING BACK TO .UNCTION BOX LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.
WHORE PLUMING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PUJMBINS PIPES OCCUR CAP LINES
BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND
PEGHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
PARTITION NOTES
- -
OFFICE
505
n
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24' D.G. WITH
5/S" TYPE 'X' GYPSUM WALLBOARD EACH SIDE.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL
ITEMS AS INDICATED ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
ALL EXIT DOORS SHALL EE OPERABLE FROM ME INSIDE WITHOUT USE OF KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
PROVIDE SHEET METAL REINFORCING (6" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET
METAL) IN PARTITIONS FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING WHERE INDICATED
ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS.
CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER AND TENANT APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK., AND ANY OTHER SPECIAL ITEMS REWIRING CUSTOM
SHOP FABRICATED WORK.
PARTITION LEGEND
KEY NOTES
I. VERIFY EQUIPMENT REQUIREMENTS FOR SERVER ROOM #306.
EXIST
RECEPTION
1301
-_ = =_= DEMOLITION
EXISTING PARTITION TO REMAIN.
-mil 9/5 INFIL L - 9/5 METAL STUDS @ 24'O.G. AND 5 /S' TYPE 'X' GOB TO TO MATCH EXISTING ADJACENT
CONSTRUCTION.
= RELOCATE EXISTING 5/5 3' -0" x FULL HEIGHT RELITE IN 5/5 FRAME.
EXIST
EXIST
I
L___
CAGE
4
GPI
+44
5
SCALE: I /8u =1'-O"
ELECTRICAL LEGEND
1 501 1
EXIST
RECEPTION
ELECTRICAL /PHONE /DATA PLAN
ELECTRICAL NOTES- VERIFY FINAL LOCATIONS W/
TENANT
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED IS" ABOVE FLOOR UNLESS
OTHERWISE NOTED.
ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGN PRIOR TO DRILLING. ALL UNUSED GORE
DRILLS SHALL SE PLUGGED AND GAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING, IF REQUIRE
ALL TELEPHONE AND CONFUTER WIRES SHALL BE FULLED BY TENANTS CONTRACTOR UNLESS OTHERWISE
NOTED. ELECTRICAL CONTRACTOR SHALL PROVIDE PILL WIRES AND BOXES AT EACH LOCATION.
EXISTING WALL MOUNTED DUPLEX RECE'TIGAL OUTLET
EXISTING WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET
EXISTING WALL MOUNTED COMBINATION TB.EPI-IONE AND DATA OUTLET
EXISTING WALL MOUNTED QUADRAPLEX RECEPTACLE OUTLET - DEDICATED 120V, 20A
GROUND FART INTERRUPTER
HEIGHT ABOVE FINISHED FLOOR
SURPAGE MOUNTED
CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING ELECTRICAL / TELEPHONE OUTLETS
WHERE POSSIBLE
ALL EXISTING ELECTRICAL / TELEPHONE OUTLETS NOT SHOWN ARE TO REMAIN.
USE BUILDING STANDARD ELECTRICAL FIXTURES THROUGHOUT KESS O71E1 NOTED.
CONPERENCE
1 5021
J_
VGT
YGT
T-
EXIST
BREAKRM
u
EXIST EXIST
SERVER
307
INTERIOR FINISHES PLAN
SCALE: I /8 =1
FINISH LEGEND
WALL FINISHES:
FLOOR G O VIrR INCyS•
CPT-I CARPET
LOCATION:
PROVIDE THROUGHOUT
YGT -I VINYL COMPOSITION TILE
LOCATION:
AS NOTED ON PLAN,
VFY WITH OWNER
RB-I RUBBER BASE
LOCATION:
PT -I MAIN FIND PAINT
LOCATION(5):
PROVIDE THROUGHOUT
EXIST
OPEN
OFFICE
505
MFG: ARMSTRONG
PATTERN: TED
COLOR TBD
QUALITY: 12x12 TILE
FINISH NOTES AND STANDARDS
I. PAINT ALL NEW WALLS 4 WALLS ADJACENT TO DEMOLITION.
MFG: SHAW
PATTERN: TERRA
COLOR WILLOW
5A05?3?3I5
QUALITY: ROLL &OOPS
MFG: ROPPE
DOLOR BLACK/BROWN
tiP -Iq3
QUALITY: 4' COVE
MF6: SHERWIN WILLIAMS
COLOR: EXTRA WHITE
#SiN1006 (TO BE APPROVED)
FINISH: TBD
EXIST
RECEPTION
15011
EXIST
CONFERENCE
1 302 1
d
to o11
EXIST
OFFICE
5051
C O
planning interiors architecture
DESIG
NELL
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 - 6706 F: 425 - 774-8219
REGISTRATION
PROJECT NAME
SPEC SUITE 320
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 320
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.195
PRINCIPAL
CK
DRAWN BY:
VSS
CHECKED BY:
CK
4676
ISSUED/REVISIONS
ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
DEMOLITION /PARTITION,
ELECTRICL/PHONE/
DATA & INTERIOR
FINISH PLANS
SHEET NO.
PALL &' A
STATE OF WASi*I TON
RECEIVE`
JAN 10 2006
PERMIT CENTER
A1.0
L�.��kMAeF!t .lrl T.:
SPLAYED SEISMI BRAG I NG 1N I RE ATTACHMENT
5/16" DRILL-IN EXPANSION ANCHOR MINIMUM
STRUCTURAL CONCRETE -I
S T E E L STRAPI'NIDEX2 "LONGX12
GAGE MINI
3 TURNS
SPLAYED SEISMEG WIRE
SHOT -IN ANCHOR
STRUCTURAL CONCRETE
CEILING CLIP
3 TURNS
VERTICAL WIRE HANGER
ATTACHMENTS
SCALE: N.T.S.
SCALE: N.T.S.
SEISMIC SEPARATION JOINT
CEILING GRID GENERAL NOTES
5. TANDEM FIXIURE5 MAY UTILIZE COMMON WIRES.
VERTICAL HANGER 1NIRE ATTACHMENT
SEISMIC EPARATION NOTES:
I. FOR CEILING AR AS, EXCEEDING 2,500 SQ. FT., A SEISMIC 5E PARATION JOINT OR FULL HEIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL 13E PROVIDED UNLESS ANALYSES ARE
PERFORMED OF THE CEILINGS E3RAGING SYSTEM, CLOSURE ANGLES AND PII'ETRA11ON6 TO
PROVIDE SUFFICIENT CLEARANCE.
2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER
OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQ. BY THE
DESIGNER, THE DESIGNER MAY USE THE GETIE RIC JOINT DETAILED ABOVE OR A PROPRIETARY
JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER THE DESIGNER OP
RECORD.
ELECTRICAL E I XTURE NOTES:
I. LIGHT FIXTURES WEIGHING LEES THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK
2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56L 6. SHALL HAVE TYVO
GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO TIE STRUCTURE
ABOVE. THEW WIRES MAY BE SLACK.
3. LIGHT FIXTURG-5 WEIGHING MORE THAN 56 LB5. SHALL BE SUPPORTED DIRECTLY FROM TFE
STRUCTURE ABOVE.
4. PENDANT MCV NTED FIXNRW SHALL BE DIRECTLY SUPPORTED FROM THE STRUMMER ABOVE~
• USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING
SJSPENSION FOR DIRECT SUPPORT.
MECHANICAL SERVICES NOTES:
I. TERMINALS OR SERVICES WEIGHING 20LS5. BUT NOT MORE THAN 56LI35. MST HAVE TWO 12
GAGE WIRES C.ON ECTIN& ITEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.
THESE: WIRES MAY BE SLACK
2. TERMINALS OR SERVICES WEIGHING MORE THAN 56LSS. MUST EE INDEPENDENTLY SUPPORTED
DIRECTLY FROM THE STRUCTURE AI3OVi=. THESE WIRES MIST BE TAUT.
SPRINKLER NOTES:
I. FOR CELIN65 WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2'
OVERSIZE RING, SLEEVE OR ADAPTER THROGH TIE CEILING 1ILE TO ALLOW FREE MOVEMENT
OF AL LEAST I' IN ALL HORIZONAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE I' FIREE MOVEMENT SHALL ISE PERMITTED AS AN ALTMATE.
NOTES:
2' MIN.
n
I. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL
OR TILE, LIGHT FIXTURES AV AIR TEMINALS WEIGHING NO MORE THAN 4L.BS. PER SQUARE
FOOT.
2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON
3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
LATERAL FORCE BRACING
SCALE: N.T.S.
r
5/4' MIN. AT
UNATTACHED WALLS
SPREADER BAR OR
EQUAL TO KEEP
FERNIER COMPONENTS
FROM SPREADING APART
NOTES:
I. WALL MOLDING5 (PE RIME' E R CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONATAL
FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO
INSTALLATION 13Y THE LOCAL BUILDING DI FT. ONE END OF THE CEILING GRID SHALL BE
ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FROM
THE WALL AND FREE TO SLIDE
2. THE GRID SHALL EE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED
METHOD)
3. T ER.E SHALL I E A MINIMUM 3/4' CLEARANCE FROM THE END OF THE GRID SYSTEM AT
IN- AITACFED WALLS.
4. SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL EUILDING DEPARTMENT
SHALL EE USED TO PREVIEW THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM
SPREADING GPM DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIE3J OP
SPRE=ADER BARS.
5. WIRE TYING 15 ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
6. SPREADER BARS ARE NOT REQ. IF A 40 DEGREE INTERSECTING CROSS OR MAIN 15 WITHIN 8
INCHES OF THE PERIMETER WALL.
3 SPREADER BAR & WALL MOLDING
SCALE: N.T.S.
HANGER (SUSPENSION) WIRES
SCALE: N.T.S.
NOTES:
I. HANGER AND PERIMETER WIRES MIST EE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES
ARE FRCN1DED.
2. HANGER WIRES SHALL E 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5
FEE=T ON CENTER.
3. ANY CONNECTION DEVICE AT THE SUPPOR11NS CONSTRUCTION SHALL SE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
4. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING
200 POUND5 AND BRACING ( SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS.
514OT -IN ANCHORS IN CONCRETE ARE NOT FERMITTEED FOR BRACING WIRES.
5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANGER THAT T FEY GAN SUPPORT A DESIGN LOAD OF NOT LESS THAN N 200 POUNDS OR THE
ACTUAL ESIGN WAD, WITH A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER.
b. POMER DRIVEN FA5TE NERS MIST BE APPROVED FOR APPROPRIATE WADING.
1. TERMINAL ENDS OF EACH MAIN BEAM AND GR055 TEE MUST BE SUPPORTED WITHIN 8 INCHES
OF EACH WALL WITH A PERIMETER WIRE:.
SEISMIC RACING PERSPECTIVE
CEILING BRACING, SEE DETAIL #1
THIS SHEET
11T CONDUIT: J' MTL 51 (25 GA):
I/2' EMT CONDUIT < 6' 15/8' MIL STUD < 6' -2
3/4 EDIT CONDUIT <8' -6' 2 I/2" M115TUD < IO'-6'
I' EMT CONDUIT <IO' -O'
*PROVIDE ENGINEERING IF PLENJM > II'-O'
EXIST
BF2EAKIRM
SCALE: I/W=1 -0"
COUNTER SLOPE/SPLAYED SEISMIC
BRACING WIRE ATTACEIMEW, SEE
ATTACHMENT DETAILS THIS SHEET
5FLAY WIRES ARE TO IBS MIN.
4-12 GA. WIRES ATTACHED TO
THE MAIN BEAM. WIRES ARE
ARRAYED 90° FROM EACH OTHER
11 AT AN ANGLE NOT EXCEEDING
45° FROM TIE PLANE OF THE CL&.
HANGER WIRES SHALL EE 12 GA. 4
4' OC. OR 10 GA. 4 5' OC. TERMINAL
ENS OF EA. MAIN OR CROSS TEE
MUST BE SUPPORTED WITHIN S'
OF FA WALL
I2 GA. HANGER WIRE SPACED
4' OC. ALL MIRE TIESTOBE
3 TIGHT TURNSAROIJND ITSELF
NVITFIIN 3 INCHES.
LAT. FORGE ENRAGING 4 F.A. 12
GA. WIRE SECURED TO MAIN
RIMER WITHIN 2' -0" OF CROW
TES AND SPLAYED a0° FROM EA.
OTHER ® 12' -0' O. BOTH
DIREGTION5 W/ FIRST POINT
WITHIN 4' -0' FROM A. WALL
MAIN SEAM- (HEAVY DUTY)
GRO55 TEE
NOTES:
I. INSTALL SYSTEM IN ACCORDANCE W/ 2003 IBC, ASTM C-635 AND 0636, ASGE 7-02 I CISGA.
2. LATERAL BRACING 15 REQUIRED FOR GIG > 1000 SF AND NOT nano FOR GLb. < 1000
PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE PLENUMS < 12" DO NOT
NEED LATERAL BRACING. CROW TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT
EXCEEDING DEFLECTION EQUAL TO I /3600F 175 SPAN.
3. LATERAL FORCES BRACES SHALL EE 12' OC. (MAX) AND BEGIN NO FURTHER THAN 6' PROM WALLS.
4. LIGHT FIXTURES < 10 LI35 SHALL HAVE 1 126A. HANGER LIGHT FIXTURES > 10 1135 AND < 56 LEG
SHALL. HAVE 2 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE
STRUCTURE ABOVE FIXTURES >56 LB5 SHALL BE SUPPORTED DIRECTLY FROM TIE STRUCTURE.
GEN•L SUSPENDED CEILING BRACING
SCALE: N.T.S.
OPEN
OFFlGE
IC
IMP
EXIST
SEWER
307
•
•
•
•
•
305
•
•
7
•
•
•
•
L 304
•
•
IL
•
Lsi
•
•
EXIST
RECEPTION
REFLECTED CEILING PLAN
LIGHTING NOTES
LIGHTING LEGEND
• EXISTING FIRE SPRINKLER
LIGHTING CALCULATIONS
OFFICE AREA = 2 ,150 5FX 1.0 WATT5/5F= 2 ,150 WATTS ALLOY
2 x 4 FLUORESCENT - 2q EA. ®74 WATTS = 2)46
LIGHTING KEYNOTES
I. REMOVE EXIST. TRACK LIGHTS.
EXIST
OFFICE
CONFERENCE
302
PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE
RATED ALLIES, �5, WALL5, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE
Df3'ARTMENT, IF APPLICABLE.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL TF MOSTAT LOCATIONS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL
APPLICABLE CODES.
CEILING IEIGHT5 ARE FROM SLAB TO FINISHED CEILING.
LIGHT SWITCHES SHALL BE INSTALLED AT +48' A.F.F. MULTIPLE SWITCHES SHOULP BE GANGED TOGETHER
UNLfiaS OTHERWISE SPECIFIED.
CONTRACTOR SHALL PROVIDE E3MER6454GY LIGHTING, STROBE LIGHTS, AUDIO - VISUAL ALARMS, TO NEET
ALL APPLICABLE CODES.
CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NJMIEER OF
SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE
FOR REFERENCE ONLY.
CONTRACTOR SHALL PROVIDE= SEISMIC BRACING n ALL RELOCATED LIGHT FIXTURES.
I INDICATES 24 HOUR FIXTURE, WITH DEREE'ICY BATTERY 13ACI4JP
ILLUMINATED EXIT SIGN - DIRECTION OF ARROW
5/5 SINGLE SWITCH
ALL EXISTING LIGHT FIXTURES / SWITG -ES NOT SHO01 ARE TO REMAIN.
TOTAL WATTS USED = 2)46 WATTS
EXIST
OFFICE
EXISTING LIGHT FIXTURES' PLACEMENT. UPGRADE ALL LAMPS TO Si 5 AVANTE SPEGIFICAT1ON,
2AV /G/MATCH EX./MDR/120 /6E3 (T5 - 56 WATTS)
RELOCATE LAMP TO THIS LOCATION IF POSSIBLE
1 "--- T PROVIDE 1& 2x4 CEILING TILES, DUNE SECOND -LOOK, EXISTING CEILING GRID TO REMAIN
N N51
NOTE: CONTRACTOR TO RAE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCFE'S WHERE
POSSIBLE
CONTRACTOR TO RESWITCH / RECIRCUIT LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED.
s u',....-
•
REGISTRATION
CO
NELL
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425- 670 -6706 F: 425 -774 -8219
PROJECT NAME
4676
REGISTERED
PAIL TA A
STATE OF ASSHR4CITON
T
SPEC SUITE 320
RIVERVIEW PLAZA
TENANT IMPROVEMENT
BUILDING 1 - FLOOR 3
SUITE 320
16040 CHRISTENSEN ROAD
TUKWILA, WASHINGTON 98188
DESIGN TEAM
PROJECT NO.:
07.195
PRINCIPAL:
CK
DRAWN BY:
vss
CHECKED BY:
CK
ISSUED /REVISIONS
ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
REFLECTED CEILING
PLAN
SHEET NO.
RECE1VEU
JAN 10 2008
PERMIT CENTEh
A2.0